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| Analyzed File | ROV frame sketch v16 |
| Version | Autodesk Fusion (2.0.19426) |
| Creation Date | 2024-06-06, 14:32:20 |
| Author | Hp |
Title Studies Author Hp
Study 16 - Static Stress
Study Properties
Study Type Static Stress Last Modification Date 2024-06-06, 14:24:12
Settings
General
Contact Tolerance 0.10 mm Remove Rigid Body Modes No
Damping
Mesh
Average Element Size (% of model size) Solids 10 Scale Mesh Size Per Part No Average Element Size (absolute value) - Element Order Parabolic Create Curved Mesh Elements Yes Max. Turn Angle on Curves (Deg.) 60 Max. Adjacent Mesh Size Ratio 1.5 Max. Aspect Ratio 10 Minimum Element Size (% of average size) 20
Adaptive Mesh Refinement
Number of Refinement Steps 0 Results Convergence Tolerance (%) 20 Portion of Elements to Refine (%) 10 Results for Baseline Accuracy von Mises Stress
Materials
Component Material Safety Factor Body34 PVC, Flexible Yield Strength
PVC, Flexible
Density 1.300E-06 kg / mm^3 Young's Modulus 6.97 MPa Poisson's Ratio 0.39 Yield Strength 11.00 MPa Ultimate Tensile Strength 11.00 MPa Thermal Conductivity 1.900E-04 W / (mm C) Thermal Expansion Coefficient 5.040E-05 / C Specific Heat 1674.00 J / (kg C)
Contacts
Mesh
Type Nodes Elements Solids 7881 3474
Load Case1
Constraints
Fixed1
Type Fixed Ux Fixed Uy Fixed Uz Fixed
Selected Entities
Loads
Gravity
Type Gravity Magnitude 9.807 m / s^2 X Value 0.00 m / s^2 Y Value 0.00 m / s^2 Z Value -9.807 m / s^2
Selected Entities
Force1
Type Force Magnitude 100032.00 N X Value 0.00 N Y Value 0.00 N Z Value -100032.00 N Force Per Entity No
Selected Entities
Results
Result Summary
Name Minimum Maximum Safety Factor Safety Factor (Per Body) 0.015 15.00 Stress von Mises 7.073E-06 MPa 716.577 MPa 1st Principal -103.189 MPa 658.438 MPa 3rd Principal -820.539 MPa 93.288 MPa Normal XX -309.065 MPa 398.391 MPa Normal YY -349.859 MPa 344.62 MPa Normal ZZ -817.727 MPa 655.446 MPa Shear XY -185.288 MPa 185.937 MPa Shear YZ -145.043 MPa 139.414 MPa Shear ZX -152.087 MPa 318.216 MPa Displacement Total 0.00 mm 90217.793 mm X -10367.333 mm 316.276 mm Y -42383.608 mm 41452.061 mm Z -89736.543 mm 3888.008 mm Reaction Force Total 0.00 N 16384.19 N X -2442.804 N 2345.782 N Y -11035.053 N 8127.181 N Z -5328.489 N 12021.021 N Strain Equivalent 1.481E-06 151.872 1st Principal 9.657E-07 105.733 3rd Principal -151.038 -2.595E-07 Normal XX -39.707 49.737 Normal YY -44.154 44.762 Normal ZZ -103.882 84.552 Shear XY -73.902 74.161 Shear YZ -57.851 55.606 Shear ZX -60.66 126.921 Contact Force Total 0.00 N 0.00 N X 0.00 N 0.00 N Y 0.00 N 0.00 N Z 0.00 N 0.00 N
Reaction Forces
Constraint Name Reaction Force Reaction Moment Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z) Fixed1 100068.668 N 0.443 N 4.539E+06 N mm -187.182 N mm 0.26 N 4.539E+06 N mm 100068.668 N 38.219 N mm
Safety Factor
Safety Factor (Per Body)
0.00
8.00
Stress
von Mises
[MPa] 0.00
716.577
1st Principal
[MPa] -103.189
658.438
3rd Principal
[MPa] -820.539
93.288
Normal XX
[MPa] -309.065
398.391
Normal YY
[MPa] -349.858
344.62
Normal ZZ
[MPa] -817.727
655.446
Shear XY
[MPa] -185.288
185.937
Shear YZ
[MPa] -145.043
139.414
Shear ZX
[MPa] -152.087
318.216
Displacement
Total
[mm] 0.00
90217.789
X
[mm] -10367.332
316.276
Y
[mm] -42383.609
41452.062
Z
[mm] -89736.539
3888.007
Reaction Force
Total
[N] 0.00
16384.189
X
[N] -2442.804
2345.782
Y
[N] -11035.053
8127.181
Z
[N] -5328.489
12021.021
Strain
Equivalent
0.00
151.872
1st Principal
0.00
105.733
3rd Principal
-151.038
-0.00
Normal XX
-39.707
49.737
Normal YY
-44.154
44.762
Normal ZZ
-103.882
84.552
Shear XY
-73.902
74.161
Shear YZ
-57.851
55.606
Shear ZX
-60.66
126.921
Contact Force
Total
[N] 0.00
0.00
X
[N] 0.00
0.00
Y
[N] 0.00
0.00
Z
[N] 0.00
0.00
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